HomeMy WebLinkAboutTED2703516.3a
6
Z
m
0
G.i
H
kn
V)
z o
1
r�
®�
o
AA )
0
A
a
�
60
z
i
L
W
V Z
ZQ
Q.
w 2
O
N
Z
_
�
9
Z
Z
U
�
�
J
�
J
e
52
a.
a
Li
r ll I
-
HYDRANT
----- --
- -
-_..EX. lNALK- ---- -- �-f EX.:.TSB:.
ww ____-------------------
----- W-------- ---- =----
-— — — — — — — — — w ----- -
- ---- w �— -t--- w - — — — — - -
EX 4 ,..GAS 7/_ ---
(DEACT)
--}---_----_�� _— --P.
— — — — — — — — — — — — — — — — SSMH
- I f �_ J—
_------- ��— T— -----i -I- -
----------
ip
/ I i EX. M!C j
—I — — t 1 Q
— — — EX. TRAFFIC BUMPS 66" WA TER (CITY OF SEA TTLE)- - 7 — — — — --I
I _ _.CEDAR RI VER PIPELINE 3 _, I .. _,,. •, ,,_, _, I �u
—
—1 — — — -- -- -------------
0 I l
T ------ -- - ---------___--- - _T _ �; - — — A
I � � -- - - I I I I � SGN
SDCO v TC 43.17 1
TC 43: 76 S C
43.88 6
TC " !E 40.25 TC 48 EX
3.3
SL
TO NEW 6" PVC TIGH7LINE
(TYP. 2 LOCATIONS)
;. . .
..:....:::::::<::,.,:.:: ,..;., .::. .:,,. EXISTING 12 x7'
INTERSECTION AND WA TER DETAIL II i__ __
SCALE.- 1 "-20' \� iI . I . 1 1 I ELEC #710916043MENT
1, \ I REC.
NOTE.•
ALL TRENCH EXCA VA 7701V SHALL BE PER
CURRENT CITY OF RENTON TRENCH
RESTORA 770 V AND STREET OVERLAY
STANDARDS
NOTE.•
REMOVE EX. SIDEWALK AND REPLACE FROM
POINT 0 TO BO EXTEND TO FACE OF
BUILDING
SEE DETAIL FR-02 SHEET C4
RECONSTRUCT EX/S77NG DR/ VFWi4 Y CUT TO
ALIGN WITH NEW ALLEY 7HROAT.
SEE DETAIL F004 SHEET C4
TC 42.80
LEGEND
PROPOSED FIG A T TOP BACK OF CURB
FC 42.80
PROPOSED FINISH GRADE AT FACE OF
CURB
42.80
PROPOSED FINISH GRADE
43.37
EXISTING FINISH GRADE
PROPOSED POINT OF CONNECTION TO
O
EXISTING SEWER SERVICE
O
PROPOSED POINT 7F CONNECTION TO
EXIS77NG DOMESTIC WA TER SERVICE
PROPOSED POINT OF COIVNEC77ON OF
O
ROOF DRAINS TO EXIS77NG STORM
SYS7FM
Q
WA TER NOTE.
SIZE AND LOCATION OF FIRE SPRINKLER SERVICE AND
APPUR7FNANCES TO BE CONFIRMED BY BUILDING
m MECHANICAL CONSULTANT. BUILDING SPRINKLER SYSTEM TO
BE DESIGNED BY CER77FIE0 FIRE SPRINKLER CONSULTANT.
z
0
w
rY
NOT
E.
SHALL VERIFY WTH PROJECT GE07ECHNICAL
CONSULTANT ANY NEED FOR A PER/ME7FR F0077NG DRAIN TO
PR07ECT FLOOR SLAB.
IF DEEMED NECESSARY, DRAIN SHOULD CONSIST OF 4 "
PERFORA 7FD PVC PIPE SURROUNDED BY A T LEAST 6 ' OF
1-INCH-MINUS WASHED ROCK, WRAPPED IN MIRAFI 140N (OR
SIMILAR GE07EXPLE F/L7ER FABRIC).
INVERT OF DRAIN SHOULD BE AT LEAST 6 "BELOW BOTTOM OF
FLOOR SLAB. COLLEC7FD DRAINAGE SHALL DISCHARGE TO
STORMSYSIFM.....,..............,...,..........................................,...,..............,.................,...........,.............................,..
CAUTION
LOCA 77ON OF EXIS77NG U77LI77ES SHOWN /S APPROXIMA 7E AND
MA Y NO T BE ACCURA 7E OR ALL INCL USI VE. I T IS 77-IE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF
U77U77ES PRIOR TO PROCEEDING Wf774 CONSTRUCTION. YOU
MUST CALL 1-800-424-5555 NOT LESS 7HAN 2 FULL
BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON WHERE ANY
UNDERGROUND U77U77ES MAY BE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTANTIAL REPAIR COS7S
PR PO ! R R00
i + SEE WATER N07E'S BELOW
I r I
430
PROPOSED
FIRST SA WNGS
BANK NW
LOAN CENTER
FF= 43.00
7F 1$
W,
X.
CONNECT 6" PVC 77GH7L/I
FOR AREA DRAINS TO EX.
6" BUILDING STUB
6 PVCI. EX -
77GHTLINE
ISLV I
� I I
42.96SS
I 4
a
I I
I
CLEANOUT
I
I
I
I
BLDG
RIM = 42. 85M
41
.
6" IE 32.0
PROPOSED
I
APRON PER DETAIL,
v
I
EX.
wm [
SHEET C4.
} ° I
CONNECT
ROOF DRAIN TO NEW
6 PVC TIGHTL/NE.
MAINTAIN
°
1% MIN.
SLOPE IN RGHTL/NE
NEW 6" PVC PRIVATE SIDE SEWER
v 14
° I
i
I
i rI I
I
I
I I
WI
CONNECTION TH CLEANOUT
RIM = MATCH FG I I I I I I II
6" lE = 36.5f (FIELD VERIFY)
Z•�t
a.a�
� 1 -Al
SHEET C6.-
i — ---——_—_--
EXISTING .
— —_
— --
Ile r-
-- ---- ---
-- = —
—
'
EX .F,. �..�
12" IE 39.88 CMP (E
B SLV I
ADJU�T TOP rO 43
, I
PROPERTY
` \
—
----I°-
. LINE . W/ CQNC. BLKG
CURB .
ELOCA 110N
EX I 3 I
I
(TYP) `>
ANDC�NCE7F
L .:AS
CENES A VES AS N/RRIGA
,� ECESSARY
-`
EX.
LS I.
II
I SL
I I
EX .
I I * SGN
NECESSARY TO
ToACCOMODA TE NEW
I
.
I
ACCOMMODA.7F NEW
'`
FIRE'NYDRANT.. (BYr1NDSCAPE
EX. LIGHT
III
AW U R VE X. PA N
II
WATER LINES
CONTRACTOR)
AND POLE
AS ECESS RY FOR / STALLA770N F
I
EX
FIRE DEPAR7UENT CONNECRON
\y
III (TO REMAIN)I
8.
L{
1. SLV
WITHIN PUB C REOTO PERADE�A�SI
I
_.: ....
VERIFY LQCA770N W FIRE,,,
MARSHAL PRIOR
`_
iII SHET C5.
I I
II
I
TO CONSIRUC170N
�T
I
EX. "ONE-WAY" (SIGN
I
!
EX. PARKING
— — I PROLVODE 3' MIN. I TO
CLEAR
AR NO
NEW F�RECHYDR NT)
I I Ep
EX.. ,
WM
— T— -I w Checked for Co Hance to City Standards
i�
TRLAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481fax
800.488.0756 toll free
www.tdadassoc.com
cc
O
W
Z
J
V
�
v,
J
o
�
Z
Zt
W
Q
Q
�
Z
Z
�
�w
O
Z
�
N
y
Q
�
2w
o
Pat
W
cc
Ucj a
z
Q
�
U
rz 4
O
p
�
2
�
�
O
a
o
A N
°J
w
N
RICHARD A. TOJIIK/NS, PE
PROJECT MANAGER
LONNIE E. CARLSON, PLS
PROJECT SURVEYOR
RICHARD A. TOMK/NS, PE
PROJECT ENGINEER
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 02/19/09
SCALE: HOPE.: 1 "=10, VOT.:NIA
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 08- 129
A I EX. FIRE HYDRANT I SBEL'I' NO.
EX FDC II EQUIP W774 5" STORZ T77NGS I C� OF
(IF NOT PROVIDED)
(01 Q t009 TRIAD ASSOCIATES
C5 3 5 /cos